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A kind of double Y-shaped steel fiber with self-anchoring function and preparation method and application thereof

A technology of steel fiber and section steel, which is applied in the field of "double Y-shaped" steel fiber and its preparation, and can solve problems such as easy slippage

Active Publication Date: 2020-06-26
NANJING UNIV OF SCI & TECH +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Special-shaped steel fibers can improve the concrete reinforcement effect to some extent, but these steel fibers can be pulled out in the concrete and are easy to slip off

Method used

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  • A kind of double Y-shaped steel fiber with self-anchoring function and preparation method and application thereof
  • A kind of double Y-shaped steel fiber with self-anchoring function and preparation method and application thereof
  • A kind of double Y-shaped steel fiber with self-anchoring function and preparation method and application thereof

Examples

Experimental program
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Effect test

preparation example Construction

[0029] combine figure 1 , Figure 5 and Figure 6 , the present invention has the double Y-shaped steel fiber of self-anchoring function, and its preparation method is as follows: adopt thickness to be D 3 The steel plate is formed by punching, stretching and cutting, that is, the steel fiber straight section and the anchor section located at both ends of the straight section form an integrated double Y-shaped steel fiber. The anchor section is the first anchor section 1 and the second anchor section 2. , the third anchoring section 3, and the fourth anchoring section 4, wherein the first anchoring section 1 and the second anchoring section 2, the third anchoring section 3 and the fourth anchoring section 4 respectively form a Y-shaped section, and the first anchoring section 1 and the fourth anchoring section 4 form a Y-shaped section respectively. The anchor opening angle between the second anchor segment 2, the third anchor segment 3 and the fourth anchor segment 4 is 2θ,...

Embodiment 1

[0049] 1. Take a steel plate with a width of 1.2 meters, a length greater than 1 meter, and a thickness of D3 = 0.5mm;

[0050] 2. The value of L1 is 10mm, the value of L2 is 2mm, the value of 2θ is 60°, the value of D2 is 0.25mm, and the width D1 of the straight line section of steel fiber is 0.5mm;

[0051] 3. Calculated: L0 is 18mm, L3 is 1.7mm, and L4 is 13.5mm. According to the above data, the structural size of the double Y-shaped steel fiber can be drawn, see figure 1 .

[0052] The processing process is carried out according to the steps of the above method, and the processing parameters are: punching length 18mm, incision interval 10mm, y-direction moving distance (D2) 0.25mm, x-direction horizontal moving distance (L1+2L2) 14mm.

Embodiment 2

[0054] 1. Take a width of 1 meter, a length greater than 1 meter, and a thickness of D 3 = 1mm steel plate;

[0055] 2. L 1 Value 20mm, L 2 The value is 4mm, the value of 2θ is 90°, D 2 The value is 0.4mm, the width of steel fiber straight section D 1 0.8mm;

[0056] 3. Calculated: L 0 36mm, L 3 2.83mm, L 4 is 25.7mm, according to the above data, the structural size of the double Y-shaped steel fiber can be drawn, see figure 1 .

[0057] The processing process is carried out according to the above-mentioned method steps, and each processing parameter is: punching length 36mm, slit interval 20mm, y direction moving distance (D 2 )0.4mm, horizontal movement distance in x direction (L 1 +2L 2 )28mm.

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Abstract

The invention discloses a double Y-shaped steel fiber with a self-anchoring function as well as a preparation method and application of the steel fiber. The method is that a thin steel plate is punched in a horizontal direction by adopting a cutter with a concave-concave tooth shape, certain spacing distance exists between every two adjacent punching openings, certain spacing distance exists in punching between every two adjacent lines, punching openings between every two adjacent lines mismatch certain distance to each other, tension is performed while punching is performed, a thoroughly-punched kerf is pulled open to form a hexagonal grid, and the integrated double Y-shaped steel fiber is formed by a straight section of the steel fiber and anchoring sections located at two ends of the straight section. The double Y-shaped anchoring steel fiber provided by the invention reinforces the reinforcing effect of concrete and plays a limiting role of the steel fiber; the double Y-shaped anchoring steel fiber has an anchoring end, cannot be pulled out and does not slip off; and the steel fiber production is realized by adopting a normal-temperature punching manner, in the cutting process,the steel fiber has larger plastic deformation, and the cross section of the steel fiber presents a deformed quadrangle, so that the strength of the steel fiber is higher than that of a parent metal,wherein the increase range is 20-40%, and the plastic strengthening effect is obtained.

Description

technical field [0001] The invention belongs to steel fiber concrete technology, in particular to a "double Y-shaped" steel fiber with self-anchoring function and its preparation method and application. Background technique [0002] Steel fiber reinforced concrete is a kind of composite material with superior performance. It is used in soil pipes, road slabs, manhole covers, building walls, etc. The main function of short fibers distributed randomly in steel fiber reinforced concrete is to hinder the expansion and retardation of micro-cracks inside the concrete. The occurrence and development of macroscopic cracks, therefore, has a significant improvement effect on its tensile strength and shear, bending and torsional strength mainly controlled by the main tensile stress. When the fiber content (volume ratio) is in the range of 1% - 3%, the tensile strength increases by 25% - 50%, and the bending strength increases by 40% - 80%. 50-100% increase in shear strength. However,...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B14/48B23P15/00
CPCB23P15/00C04B14/48
Inventor 崔崇候剑桥李天君赵文琪
Owner NANJING UNIV OF SCI & TECH